| Author |
Message |
 Topic: How to apply Vertical earthquake load in etabs |
aditya
Replies: 6
Views: 2306
|
 Forum: SEFI General Discussion Posted: Wed Jun 26, 2019 1:28 pm Subject: How to apply Vertical earthquake load in etabs |
Dear Er. S. Arun Kumar,
It seems nobody is interested or not using this clause. Can you help me on this topic related to how to apply vertical earthquake force at different floors in a multi-storeyed ... |
| Topic: How to apply Vertical earthquake load in etabs |
aditya
Replies: 6
Views: 2306
|
Forum: SEFI General Discussion Posted: Tue Jun 18, 2019 5:10 pm Subject: How to apply Vertical earthquake load in etabs |
Dear Sefians,
Shall we distribute the vertical seismic base shear V[SUB]by[/SUB]=A[SUB]v[/SUB]*W in each storey following the same formula as used for horizontal base shear as given in clause 7.6.3 ( ... |
| Topic: The Case of Superposition Principle for the design of RC slender walls with boundary element |
aditya
Replies: 0
Views: 417
|
Forum: SEFI General Discussion Posted: Sat May 18, 2019 7:51 am Subject: The Case of Superposition Principle for the design of RC slender walls with boundary element |
Dear Respected Prof. S.K. Jain Sir, Prof. Durgesh Rai Sir and Dr. N. Subramanian Sir,
It is a very welcome step that IIT Gandhinagar has prepared the draft of proposed modifications and commentary on ... |
| Topic: Clarification requested for Period Formula for Buildings with RC Structural Walls |
aditya
Replies: 7
Views: 1177
|
Forum: SEFI General Discussion Posted: Sat Apr 27, 2019 4:36 am Subject: Clarification requested for Period Formula for Buildings with RC Structural Walls |
Dear Dr. N. Subramanian Sir,
I wish to express my gratitude for clarifying the issue on the empirical time period formula for shear walled buildings.
I would like to request you to further clarify t ... |
| Topic: Clarification requested for Period Formula for Buildings with RC Structural Walls |
aditya
Replies: 7
Views: 1177
|
Forum: SEFI General Discussion Posted: Wed Apr 24, 2019 2:12 am Subject: Clarification requested for Period Formula for Buildings with RC Structural Walls |
Dear Dr. N. Subramanian Sir,
Thanks a lot for your kind response on this important topic. Would you also please clarify on the meaning of "first storey" as requested in my second query, i.e ... |
| Topic: Clarification requested for Period Formula for Buildings with RC Structural Walls |
aditya
Replies: 7
Views: 1177
|
Forum: SEFI General Discussion Posted: Mon Apr 22, 2019 4:11 pm Subject: Clarification requested for Period Formula for Buildings with RC Structural Walls |
[FONT=Verdana, Arial, Helvetica, sans-serif][HIGHLIGHT=#efefef]Dear Dr. Durgesh Rai Sir, Dr. Subramanian Sir,[/HIGHLIGHT][/FONT]
[FONT=Verdana, Arial, Helvetica, sans-serif]Could you please throw som ... |
| Topic: Clarification requested for Period Formula for Buildings with RC Structural Walls |
aditya
Replies: 7
Views: 1177
|
Forum: SEFI General Discussion Posted: Sun Apr 07, 2019 4:53 pm Subject: Clarification requested for Period Formula for Buildings with RC Structural Walls |
Dear Dr. Durgesh Rai Sir, Dr. Subramanian Sir and Fellow Sefians,
BIS recently issued amendment no. 1 to IS 1893 (Part 1): 2016 through which it was suggested to correct the exponent by moving from i ... |
| Topic: load combinations considering earth pressure on basement walls |
aditya
Replies: 1
Views: 659
|
Forum: SEFI General Discussion Posted: Sat Jan 12, 2019 12:11 pm Subject: load combinations considering earth pressure on basement walls |
Dear Dr. N. Subramanian, Eng. S. Arun Kumar, Eng. S. Jayakumar and fellow Sefians,
I am confused about the load combinations to be used for the modelling, analysis and design of RC Buildings with bas ... |
| Topic: Reduction in Column Size in Multi-storeyed RC Buildings |
aditya
Replies: 0
Views: 467
|
Forum: SEFI General Discussion Posted: Sat Jan 12, 2019 5:49 am Subject: Reduction in Column Size in Multi-storeyed RC Buildings |
Dear Sefians,
While designing multi-storeyed RC Buildings in Zone V, we often find that larger sections of concrete and larger percentage of rebars are required at lower storeys while for upper store ... |
| Topic: Boundary Element requirement for shear wall between RC Columns |
aditya
Replies: 0
Views: 561
|
Forum: SEFI General Discussion Posted: Sun Jan 06, 2019 3:22 pm Subject: Boundary Element requirement for shear wall between RC Columns |
Dear Sefians,
In an RC Framed Buildings, shear walls are constructed often between RC columns in the grid. My queries are: will not the RC columns at the edges of shear walls act as boundary elemen ... |
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